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Forwards Response to Request for Addl Info Re Seismic Qualification Review Team Data.Data Concerns Transmitter, Pressure Transmitters Inside Containment & delta-pressure Transmitters Inside Containment
	ML19241C049
Person / Time
Site:	Midland
Issue date:	07/20/1979
From:	Howell S; CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:	Vassallo D; Office of Nuclear Reactor Regulation
References
	HOWE-208-79, NUDOCS 7907260475
	Download: ML19241C049 (65)
	v • d • e

{{#Wiki_filter:J \\ l .s i. t r Stephen H. Howell Senior Vice hesident ,s Ge nt r el O f fic es: 19 45 West Par nall Road, Jack son, Michigan 49201 * (517) 788 0453 July 20, 1979 iiowe 203-79 Director of Juclear Reactor Eeculation Attn: I'.r Donenic Vassallo, Acting Direc.or Division of Project Mar.ngement US 'iuclear Regulatory Corcission Washington, DC 20555 MIDLAJD FROJr.,CT DOCKET.iO 50-329, Sc-330 .3hISMIC QUALlFICATION ELVIL'd TEAM (SQRT) INF0iWNfl03 FILE: 0).65.11 SERIAL: 7313 Encicaed are three (3) cories of the followinG S4ET data forms whic' vere cornitted to be provided by cy letter to Mr FoEer Boyd dated Jovember 13, ly'l8. 1. Transmitter (=njor instrument package) (EAPC) 2. Pressure transmitters incide containment (ELW) 3 Eelta-pressure transnitters inside contain~.ent (B&W) h. RPJ/ECCAS rodules enploying new designs (B&W) 5 Eecay heat remp sotor (biW) (inadvertently left out of the.iovenber 13, 17(8 letter) With these cor.pleted sahT forns, all action required of Ccnsurers Power Company by.shC Bequests for Additicnal Inferration 110.20 and 110.k0 is considered c or.plet e. Please advise us of the Seismic Qunlification heview Tean's (SQRT) schedule for its review at the Midland Site. / c J g,L '. wfe N urai/j = Q o @ ") b \\ A o., s ' ' '1 &3l 7907260'(15

l 'u SEISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT I. Plant Name: Midland Units 1 & 2 Type: 1. Utility: Consumers Power Company PWR x 2. NSSS: Babcock & Wilcox BWR 3. A-E: Bechtel II. Component Name: Transmitters (differential, gage, and absolute pressure) 1. Model Number: 1152 Quantity: 149 2. Vendor: Rosemount Inc. 3. Physical Description Pressure is transmitted through a process-fluid isolating diaphragm to silicone till oil inside the sensing module. The oil exerts pressure on one side of the sensing diaphragms. The position.of the sensing diaphragm is detected by capacitance plates on both sides ot the diaphragm. Differential capacitance is converted to an electrical signal. 4. Location: Building: Auxiliary building, service water structure, diesel gan-erator building (In Plant) Elevation: No restriction on elevation 5. Natural Frequencies in Each Direction: No natural frequenctes were in in the frequency range of 1 to 33 Hz. 6. Functicnal

Description:

Converts the measured process variable in the form of pressure to an electrical signal. 7. Pertinent Reference Design Specifications: Technical Specifications 7220-J-245, 7220-J-830 7220-J-1504 III. Is Equipment Available for Inspection in the Plant: ( ) Yes ( x ) No Comments: The transmitters have not been shipped to the site. 494 238

i IV. Seismic Qualification Method: Test: x Analysis: Combination of Test and Analysis: V. Seismic Inpu,t: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: Refer to RRS plot attached VI. If Qualification by Test, then Complete: 1. ( ) Single Frequency (x ) Multi-Frequency 2. ( ) Single Axis (x ) Multi-Axis 3. Frequency Range: 1 to 33 Hz 4. TRS enveloping RRS using Multi-Frequency Test ( x) Yes (attach TRS graphs) 5. g-level Test at h h V= = = 1 2 6. g-level Required h =_"0g h 5.0 g V= 1.0 g 2 7. Mounting: Mounted on right angle brackets which were attached to top of test table. Each transmitter was bolted 1. Seismic Report: to the *nble with four 1/8" - 16 hex-hend bolts. 2. Field Check: 8. Functional Verification Performed (x ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: 494 239

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SEISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT I. Plant Name: Midland Units 1 & 2 Type: 1. Utility: Consumers Power Company PWR x 2. NSSS: Babcock & Wilcox BWR 3. A-E: Bechtel II. Component Name: Transmitters (differential, gage, and absolute pressure) 1. Model Number: 1153, Series A Quantity: 76 2. Vendor: Rosemount Inc. 3. Physical Description Pressure is transmitted through a process-fluid isolating diagram to silicone fill oil inside the sensing module. The oil exerts pressure on one side of the sensing diaphrages. The position of the sensing diaphragm is detected by capacitance plates on both sides or the diaphragm. Differential capacitance is converted to an electrical signal. 4. Location: Building: Containment (In Plant) Elevation: No restriction on elevation 5. Natural Frequencies in Each Direction: No natural frequencies were in the frequency range of 1 to 3J Hz 6. /unctional

Description:

Converts the measured process variable in the form of pressure 7. Pertinent Reference Design Specifications: Technical Soecifications 7220-J-245, 7220-J-830, 7220-J-1564 III. Is Equipment Available for Inspection in the Plant: ( ) Yes ( x ) No Comments: The transmitters have not yet been shipped to the site. 494 241

l IV. Seismic Qualification Method: Test-x Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: Refer to RRS plot attached VI. If Qualification by Test, then Complete: 1. ( ) Single Frequency ( x) Multi-Frequency 2. ( ) Single Axis ( x) Multi-Axis 3. Frequency Range: 1 to 33 Hz 4. TRS enveloping RRS using Multi-Frequency Test ( x) Yes (attach TPS graphs) 5. g-level Test at h h V~ = ~ y 2 5.0 g h - 5.0 g V= 1.0 g 6. g-level Required h = 2 7. Mounting: Mounted on right angle brackets which were attached 1. Seismic Report: to top of test table. Each transmitter was bolted to the table with four 3/d" - i.6 hex-nead bolts. 2. Field Check: 8. Functional Verification Performed (x ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: ACd 2t 1/

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S$1SMIC QUAL FICATION

SUMMARY

OF EQUIPMENT I. Plant Name: Midland Units 1 & 2 Type: 1. Utility: Consumers Power Company PWR X 2. NSSS: Babcock & Wilcox BWR 3. A-E: Bechtel II. Component Name: Transmitters (Cage and Absolute Pressure) 1. Model Number: N1KS Quantity: 16 2. Vendor: Bailev Controls 3. Physical Description Pressure is transmitted throuch a process fluid iso-lating diaphragm to silicone fill oil inside the sensing module. The oil exerts pressure on ene side of the sensine dianhraens. The oosition of the sensing diaphragm is detected by capacitor plates on both sides of the diaphragm. Differential capacitance is converted to an electrical signal. 4. Location: Building: Containment (In Plant) Elevation: 593'-6", 602', 640' 5. Natural Frequencies in Each Direction: No natural frecuencies were in the freauency range of 1 to 33 Hz. 6. Functional

Description:

Converts the measured process variable in the form of pressure to an electrical sinnal. 7. Pertinent Reference Design Specifications: Bailev Controls Product Instructions E41-20 and E41-19 III. Is Equipment Available for Inspection in the Plant: ( ) Yes (K ) No Comments: The transnitters have not been shipped to the site. S

IV. Seismic Qualification Method: Test: v/ Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Pasponse Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: ZPA: north-to-south = 0.122g, east-to-west = 0.128g, vertical = 0.120g VI. If Qualification by Test, then Complete: 1. ( ) Single Frequency ( X) Multi-Frr-quancy 2. ( ) Single Axis ( X) Multi-lxis 3. Frequency Range: 1 to 33 Hz 4. TRS enveloping RRS using Multi-Frequency Test (X ) Yes (attacu TRS graphs) 5. g-level Test at h1= 3.0g h 3.0g V= 3.0g = 2 6. g-level Required h 0.122g h2= 0.128g V= 0.120g = 1 7. Mounting: Mounted on right angle brackets which were attached 1. Seismic Report: to top cf test table. Each transmitter was bolted to the table with feur 3/8" - 16 hex-head bolts. 2. Field Check: 8. Functional Verification Performed ( X) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: 494 245

Method of Analysis: J ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis ( ) Response Spectrum ( ) Time-History 3. Model Type (each direction); 4. Computer Codes: 5. Damping: 6. Support Considerations: 7. Critical Structural Elements: A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Lo ca tion Operability 'h b

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SEISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT 1. Plant Name: Midland Units 1 & 2 Type: 1. Utility: Consumers Power Company PWR X 2. NSSS: Babcock & Wilcox BWR 3. A-E: __ chtel Be II. Compenent Name: Transmitters (aP's) 1. Model Number: N1BO, N2BO, 1152 Quantity: 35 2. Vendor: Bailev Controls (N1B0 and N2BO) Rosemount (1152) 3. Physical Description Pressures from the process connections are trans-mitted through diaphrages and sealed fill fluid to a sensine diaphra2m in the center of the sensing element. This sensina diaphraem acts like a spring and deflects in response to the differential pressure across it. 4. Location: Building: Containment. (In Plant) Elevation: 593'-6", 602', 640' 5. Natural Frequencies in Each Direction: No resonances below 34 Hz. 6. Functional

Description:

Converts the measured process variable in the form of dif ferential pressure to an electrical signal (4-26 -A Ac) 7. Pertinent Reference Design Specifications: Bailev Controls Produc* Instructions E21-20. E21-21 III. Is Equipment Available for Inspection in the Plant: ( ) Yes ( X) No Comments: The transmitters have not been shioned to the site. l[h h 2

IV. Seismic Qualification Method: Test: Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: ZPA: north-to-south = 0.122g, east-to-west = 0.128g, vertical = 0.120g VI. If Qualification by Test, then Complete: 1. ( ) Single Frequency ( X) Multi-Frequency 2. ( ) Single Axis ( X) Multi-Axis 3. Frequency Range: 1 - 33 Hz 4. TRS enveloping RRS using Multi-Frequency Test ( X) Yes (attach TRS graphs) 5. g-level Test at h1= 3.0g h3= 3.0g V= 3.0g 0.128e V= 0.120e 6. g-level Required by= 0.122g h = 2 7. Mounting: Mounted on right angle bracket which was attached 1. Seismic Report: to top of test table with four 3/8"-16 hex-head bolts. 2. Field Check: 8. Functional Verification Performed ( X) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: k,A k

2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dyncmic Analysis ( ) Response Spectrum ( ) Time-History 3. Model Type (each direction); 4. Computer Codes: 5. Damping: 6. Support Considerations: 7. Critical Structural Elements: A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Operability k h' 2(h

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n j s MIDLAND PLANT UNITS 1 & 2 FLOOR RESPONSE SPECTRUM JOB NO. 7220 OBE 4 %G GROUND ACCELERATION MASS POINT R AT ELEV. 587'O" (SSE USE MULTIPLIER OF 2) REACTOR BLDG; VERTICAL DIRECTION DAMPING RATIO: I I.O mnmsbrtr. P. m i i . i., n c. i a N g c, os s w 0.8 C. s N l N, a r, N P ie is o i'" lI i u O.6 l' z l O -p b i 8N I i .Q' og .t l bJ i _.J }} UJ O i i i 0.2 \\ / X N 0.060 G ~ 00 ^ I I I f I I I l I I I t t 1 _1 I I f I I t t t FREQUENCY [CPSJ .I

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m I MIDLAND PLANT UNITS 1 & 2 FLOOR RESPONSE SPECTRUM OBE '.,%G GROUND ACCELERATION -#'2 JOB No. 7220 MASS POINTlOAT ELEV. G 6 0'- O" (SG. USE MULTIPLIER OF 2) REACTOR BLDG. EAST-UEST DIRECTION DAMPING RATIO: 10% 7,o 72putMntrn bP) i i i i i i. i i i i iii i i ii i i... N r ~ as 0 m s a s ~- p 5 I.6 r-l li 8 i t I \\. I l __ \\ t M hs i n l_ tt - 8 im ~ O l lu 's , _; i.2 i, i 2r O i K-i. It l +

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A D, ^ MIDLANS.LANT UNITS 1 & 2 J03 No. 7220 REACTOR FIMOR RESPONSE SPECTRUM BLDG. PISS POINT M AT ELEV. .O OBE 4 %G GROUND ACCELERATION l VERTICAL 640'-O' (ss H st uutTIPLita or 2) r DIRECTION DAMPING RATIO: M% ro ....., *"fM"T"" N,,, CN <r. I ? D,, 0.8 h O C: t r.

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^ ^ [ MIDLAND PLANT UNITS 1 Ti 2 FLOOR RESPONSE SPECTRUM OBE 6 %G GROUND ACCELERAT10N JOB NO. 7220 MAS'i POINT l 2. T ELEV. G 0 3'- 0" (SSE LCC MUL"IPLIER OF 2) REACTOR BLDG. E!.ST-IIEST DIRECTION DAMPING RATIO:l.0% p_. e-I.O 'IkAA>S,thIhTG,E] (A,P) 'O m n =. cs w c o o~ co r 0.8 i !h! l m im i im a e, i s (9 l ln " O.6 l Z l l 9 l Nl s l h li ( i i s. .T O.4 l / ta l i __J l L2J l O j l i o ,Im ( i O.2 [ l l l / / x

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SFISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT I. Plant Name: Midland Units 152 Type: 1. Uti?ity: Consumers Power Company PWR X 2. NSSS: Eybcock & Wilcox BWR 3. A-E: Bethtel II. Component Name: Dicay heat pump motor 1. Model Number: 8110 Quantity: 2 per unit 2. Vendor: General Electric 3. Physical Description 400 hp induction-tvoe motor 4. Lccation: Building: Auxiliary buildine - decav heat /RB sprav puno room (In Plant) Elevacion: 568' 5. Natural Frequencies in Each Direction: Peak spectral accelerations used in axial and transverse directions. Vertical direction is 22 cos. 6. Functional

Description:

7. Pertinent Reference Design Specifications: 08-1125000007-01 III. Is Eauipment Available for Inspection in the Plant: ( X) Yes ( ) No Com=ents: All but one motor is available onsite. The remaining motor will be used to t t the cump and will be shipped later. 494 2/0

IV. Seismic Qualification Method: Test: Anal, sis: X Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direct $on: North-to-south = 1.43g; east-to-vest = 1.lg (SSE valves) VI. If Oualification by Test, then Ccmplete: 1. ( ) Single Frequency ( ) Multi-Frequency 2. ( ) Single Axis ( ) Multi-Axis 3. Frequency Range: 4. TRS enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs) 5. g-level Test at h1= h2= V= 6. g-level Required h1= h2' V' 7. Mounting: 1. Seismic Report: 2. Field Check: 8. Functional Verification Performed ( ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: khk

2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis (X ) Response Spectrum ( ) Time-History 3. Model Type (each direction); Finite element and lumoed mass 4. Computer Codes: Non-commercial 5. Damping: 1% 6. Support Considerations: Base-bolted 7. Critical Structural Elements: A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Frame Applied stress is 8% of allowable Rotor Applied stress is 45% of allowable. Effect Upon Functional B. Max. Deflection Location Operability Rotor Center None. Closure is 7% of air gap. 7 /,1 !! C )... I w) i

s-u- !!IDLAND PLANI tRTITS 1 & I FLO..OR A'8SP0h......O... OBE 6 M CROUND ACCELERATION SE S FCTRtH JOB NO. 7220 MASS POINT /S AT ELEV. dd$'fd' - (SSE USE MULTIPLIER Cr 2) '~5U XI' 'Idi1Y BLDG. 1' A ST-QS T". DIRECTICII' DAMPING RATIO: /.0L ~ ~ L DN Po rw P IMd73 f, l.O n n r C1 t1 e nx or o 0.8 c l-b l %l b ) l W' li i f i i I ) I l IO 4 I I i I i " O.6 l o i ,s -u ? n-L / \\' l . X, v-t 1g 1 l3 l' i th I - I 4% I - 0.A .4 J i c J I i J l 4 ) \\ 1 i i ) i i i 6 i i i i i t O.2 !g i n so

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9 FLOOR RESPONSE SPECTRI'!! OBE,4 T.G GRC" D l.CC2'J T*.!IOS !!!DI.A!O TLA;;T U';ITS 1 & 2 ?! ASS POINT / SAT ELEV. 5 6 S'- O' (SSE USE 1"JLTll'LIO CF 1) JC3 !!O. 7220 "A';X I L I ARY DLDO. [Vr.RTICAL DIRECTION DAITII G RATIO:M*. ~~ bil Pufnp /H076K i i i i ii#, i-i i i iTii l.0, c n p C3 rn C ri c1 fr. IS O D .~~. CJ JJ N O.8 I ro th ' R 8 9' i ro N 4, n as I rs s l Ib I W I I.s, I r, I i

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..s P SEISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT I. Plant Name: Midland Plant Units 1 6 2 Type: 1. Utility: cm er.,rq Pow,r C m ny PWR X 2. USSS: n - b v.t. r _b'i l m v BWR 3. A-E: po +tol II. Component Name: NI/RPS and ECCAS cabinet-mounted modules: redesigned and retested using single, axis / sine sweep method 1. Model Number: 880 and 881 systems (') Quantity: 1 per uni' 2. Vendor: Bailey Controls Comoany (ECCO) 3. Physical Description NT/RPS and ECCAS nodules nounted within the NI/RPS and ECCAS cabinet enclosures 4. Location: Building: Auxiliary building (In Plant) Elevation: 659' 5. Natural Frequencies in Each Direction: See Table 1 attached. 6. Functional

Description:

Process electronic signals and provide electrical power /. Pertinent Reference Design Specifications: " Remainder 880/881 Eystem Modules, TRS-3101-Cons 1 & 2" qualification test result summary III. Is Equipment Available for Inspection in the Plant: ( X) Yes ( ) No Comments: (13 1 Contact buffer - retested 2 2/4 locyic buf fer - redesigned and tested 3 2/4 trip logic - redesigned and tested 4 Intermediate range test - rotested 5 Source ran 6 Bistable ge pre-amo - retested AC 4 / 'i 77 rotested' c/h 7 Auctioneer - rotested t 8 Fan failure Power supu1Y detector - retested 9 retested 10 AC power distribution panel - rotested

IV. Seismic Qualification Method: Test: X Analysis: Combination of Tesi and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Atutched 2. Required Acceleration in each Direction: See Section VI.6. VI. If Qualification by Test, then Complete: 1. (X ) Single Frequency ( ) Multi-Frequency 2. (X 1 Single Axis ( ) Multi-Axis 3. Frequency Range: l_ _35 Hz 4. TRS enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs) 5. g-lev ' Test at h1-1 g h 1 g 1 g y, 6. g-level Required h1 = < 0. 4 g h2- < 0. 6 g y. < 0. 3 g (for worst case module) 7. Mounting: 1. Seismic Report: Simulc.ted in-cabinet mounting 2. Field Check: 8. Functional Verification Performed (X ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: 494 277

TABLE I NATURAL FREQUENCIES ( 11 2 ) Direction Front Side to Equipment Vertical to Bick Side 881 contact buffer 11 6 None* 2/4 logic buffer (JS1) 28 None* None* 2/4 trip logic (P81) 20 25 29 Intermerliate range test (880) Nonc# None# None# Source range pre-amp (880) Nont* 12 17 880 bistable 16 Mone* None# 880 tactioneer 19 None* Nonc* 880 f.in failure detector 4 4,7 14 880 power supply 16 12 28 AC tmwer distribution panel 34 12 17

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SEISMIC QUALIFICATION SUM::ARY OF EQUIPMENT I. Plant Name

.lidland Plant Units 1 6 2 Type

1. Utility: consumers Power Companz PWR X 2. NSSS: _ Babcock 6 h13cox EWR 3. A-E: _Bechtel II. Component Nare: NI/RPS and/or CCCAS cabinet-mounted module qua]ified by multi-axis random shake 1. Model Number: 881 unit control module Quantity: 19 per ECC. 2. Vendor: Bailey Controls Company (BCCO) 3. Physical Desc ription The unit control module is a BCCO standard two-unit wide module designed for plug-in mounting in the BCCO ECCAS cabinet. 4. Location: Building: Auxiliary building (In Plant) Elevation: 659' 5. Natural Frequencies in Each Direction: Vertical: 13.5 112; front-to-back: 2 9 11z ; side-to-side: 2 Hz 6. Functional

Description:

The unit control modu]e provides a buffer for the output trip signal between the trip logic and the control circuit of an action device or devices. 7. Pertinent Reference Design Specifications: B6W Document 58-C376-02, BCCO Seismic Report QR-4100-SEI -TVA-Unit Control III. Is Equipment Available for Inspection in the Pl:nt: ( x ', Yes ( ) No Comments: 494 295

IV. _ Seismic Qualification Method: Test: X Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: See Section VI.6. VI. If Ogalification by Test, then Cornlete: 1. ( ) Single Frequency ( X ) Multi-Frequency 2. ( ) Single Axis ( X ) Multi-Axis s, 3. Frequency Range: 1 - 33 Hz 4. TRS enveloping RRS using Multi-Frequency Test (X ) Yes (attach TRS graphs) 5. g-level Test at h1= >2.5 g h >2.5 g > 2. 5 g = y, 6. g-level Required h <1.4 g h <0.4 g y= <0.2 g 1= 2= 7. Mounting: 1. Seismic Report: Simultated in-cabinet mounting 2. Field Check: 8. Functional Verification Perforced ( X) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: 494 996

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SEISMIC QUALIFICATION

SUMMARY

OF EQUIPME!C I. Plant Name: Midland Plant Units 1 6 2 Tyre: 1. Utility: Consumers Power Corgaany PWR X 2. NSSS: Babcock 6 Wilcox BWR 3. A-E: Bechtel II. Component Name: IJI/RPS and/or ECCAS cabinet-mounted module qualified by multi-axis random shake 1. Model Number: 880 keylock laodule Quantity: 4 per RPS 2. Vendor: Bailey Controls Company (BCCO) 3. Physical Description The keylock module is a BCCO standard two-unit wide module designed for plug-in mounting in the BCCO RPS cabinet. 4. Location: Euilding: Auxiliary builo{ (In Plant) Elevation: 659' 5. Natural Frequencies in Each Direction: None below 34 IIz 6. Functional

Description:

Provides a shutdown bypcas capability 7. Pertinent Reference Design Specifications: B6W Document 58-0345-00, _BCCO Seismic Report OR-4100-SEIS-TVA-Kevlock Switch III. Is Equipment Available for Inspection in the Plant: (X ) Yes ( ) No Comtents: tW4 301

IV. Seismic Qualification Method: Test: X Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Requi;ed Acceleration in each Direction: See Section VI.6. VI. If qualification by Test then Complete: 1. ( ) Single Frequency ( X) Multi-Frequency 2. ( ) Single Axis ( X) Multi-Axis 3. Frequency Range: 1 - 33 Hz 4. TPS enveloping RR3 using Multi-Frequency Test (x ) Yes (attach TRS graphs) 5. g-level Test at h1= >5g ZPA h > 5 g ZPA y = >3 g ZPA = 6. g-level Required b <0.4 g y= h2" Y" 9 7. Mounting: 1. Seismic Report: Simulated in-cabinet mountincT 2. Field Check: 8. Functional Verification Performed ( X ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Resul'.s: O

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SEISMIC QUALIFICATION Sl"OfARY OF EQUIPME:iT I. Plant Name: Midland.lant Ursi t s 1 & 2 Type: 1. Utility: Consumers Power Company PWR X 2. NSSS: Babcock & Wilcox 'H 3. A-E: Bechtel II. Component Name: NI/RPS and/or ECCAS cabinet mounted module qualified by multi-axis / random shake 1. Model Number: 800 transformer module Quantity: 1 Fel RPS 2. Vendor: Bailey Controls Company (BCCO) 3. Physical Description The transformer module consists of a maximum of 12 isolation transformers mounted in 3 rows, 4 to each row. 4. Location: Building: Auxilian ouilding (In Plant) Elevation: 659' 5. Natural Frequencies in Each Direction: Vertical: 27 Hz; front-to-back and side-to-side: none below 34 Hz 6. Functional

Description:

The module functions to isolate and operate recorders and module lamps. The transformers output 26 V ac with a current rating of 26 rA. 7. Pertinent Reference Design SpecificationF-BT,W Document 58-0524-00, BCCO Seismic Reoort OR-4100-SETS-Transformer _ Module III. Is Equ!pment Available for Innnection in the Plant: ( X) Yes ( ) No Comments: 494 307

IV. Seinnic Oual2 cation Method: Test: X Analysis: Combination of Test and An,1ysis: V. Seinmic Input: 1. Pequired Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: See Section VI.6. VI. If Qualificatien by Tent, then Complete: 1. ( ) Single Frequency ( X ) Multi-Frequency 2. ( ) Single Axis ( X ) Mu '. t i-> u u 3. Frequency Range: 1 - 33 itz 4. TRS enveloping RRS using lulti-Frequency Test (X ) Yes (at tach TRS grap hs) 5. g-level Test at h1 = ~s2 5g h >2.5 g >2.5 g ~ 2= y, 6. g-level Required b <0.w g y, h2* V" 7. Mounting: 1. Seis:nic Report: q i -3,1 +, e n c1 in-c,hinn& moun tinct 2. Field Check: 8. Functional Verification Perforced (X ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: 494 308

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Description:

_ The amplifier's input stage operates directly on the input variab]e to provide a unity gain (single input mode) or a gain of 0.5 (two input mode). 7. Pertinent Reference Design Specifications: B6W Document 58-0455-00 buffer amplifier with isolation amplifier, BCCO Seismi c Report QR-4100-SEIS-TVA-880 Buf f er Ampli fier III. Is Equipment Available for Inspection in the Plant-( x) Yes (

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IV. _ Seismic Ouali ficat ion !!ethod: Test: X Analysis: Conbination of Test and Analysis: V. Seismic g g : 1. Required Response Spe:tra (at tach the graphs): Attached 2. Required Acceleratian in each Direction: See Section VI.6. VI. If Qualification by Tesc. then Complete: 1. ( ) Single Frequency ( X) Mult1-Frrquency 2. ( ) Single Axis ( X) Multi-Axis 3. Frequency Re.nge: 1 3 H z 4. TRS enveloping RRS uning Multi-Frequency Test ( X ) Yes / attach TRS graphs) 5. g-level Test at hy =>2. 5 g ZPA h _ 2.5 g SPAV " >2. 5 a' _Z P A 2~ 6. g-level Required b <0.4 g h <0'# g V"<0'# 9 y2 2" 7. Mounting: 1. Seismic Report: S mulated in-cabinet mounting 2. Field Check. 8. Functional Verificatian Performed ( X) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test then, Complete and Analysis 1. Description of Test including Results: $ {f k I

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SEISMIC QUALIFICATION SUf"!ARY OF EQUIPME!'T I. . Plant Name: f.lidland Plant Units 1 6 2 Type: 1. Utility: Consumers Power Company PWR X 2. USSS: Babcock E Wilcox BWR 3. A-E: Bechtel II, Component 'h me : IJI/RPS and/or ECCAS cabine t-mounted module qualifiWlay multi-axis / random shake 1. Model I; umber: 880 scaled difference amplifier Quantity:4 per or 2. Vendor: Bailey Controls Company (BCCO) 3. Physical Description The scaled difference amolifier is a standard three-unit wide module designed for plug-in mounting in a BCCO RPS cabinet. 4. Location: Building: Auxilialy buildinct (In Plant) Elevation: 659' 5. Natural Frequencies in Each Direction: I!one bolow 34 Hz 6. Functional

Description:

The scaled difference amnlifier is _used in the co.cer rance channel to nroces. sianals indicative _o f the axial nower difference in the unper and lower levels of the reactor core. 7. Pertinent Reference Design Specifications: B6W Document 58-0215-00, BCCO Seismic Report OR-4100-SEIS-Scaled Differcnce Amplifier III. Is Equipment Available for Inspection in the Plant: (X ) Yes ( ) No Co=en t s :

~ IV. Scisnic Qua Qf icat ion !!ethod: Test: v Analysis: Combination of Test and Ar.alysis: _ V. _ Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required /,cceleration in each Direction: See Section VT.6. VI. If Qualification by Test, then Complete: 1. ( ) Single Ft ( X) Multi-Frequency 2. ( ) Single Axis ( X) Multi-Axis 3. Frequency Range: 1 - 3 3 IIz TR'S enveloping RRS using "ulti-Frequency Test 4. ( X) Yes (at tach TRS graphs ; 5. g-level Test at h1 = >5 g ZPA h >5 g Z'A >4.7 g ZPA 2"-- V" 6. g-level Required b h y= en_g 2= < 0. 4 g V= <0.2 g 7. Mounting: 1. Seismic Report: Sir'ulat 7d in-cabi net mounti na 2. Field Check: 8. Functional Verification Performed ( X ) Yes ( ) No ( ) Not Applicable VII. If Qualifi ation by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: th h k

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SEISMIC QUALIFICATIO!i SUh'!ARY OF EQUIPMENT I. Plant 1:a ne : I4idland Plant Units 1 6 2 Type: 1. Utility: Consumers Power Company PWit 2. liSSS: Babcock 6 Wilcox BWR 3. A-E: Bechtel II. Component ':a n:e : ';I/RPS and/or ECCAS cabinet-mounted module qualTCled by multi-axis / random shake 1. Model :: umber: 880 power range test Quantity: 4 per RPS 2. Vendor: Bailey Controls Company (BCCO) 3. Physical Description The power range test is a three-unit wide module designed for plug-in mounting in a BCCO RPS cabinet. 4. Location: Building: Auxiliary buii. ding (In Plant) Elevation: 659' 5. Natural Frequencies in Each Direction: Vertical:

15. 5 IIz; front-to-back:

29 112; side-to-side: none 6. Fuactional

Description:

The pc"ver range test provides online analysis and offline tests to be performed on the neutron power range channel. 7. Pertinent Reference Design Specifications: B&W Document. 58-0443-01, BCCO Seismic Report QR-4100-SCIS-TVA-Power Range Test III. _I_s_Equipnent Available for Inspection in the Plant: (X ) Yes ( ) lio Comments 494 325

I V. Seinmic Qualification Method: Test: X Analysis: Combination of Test and Analysis: V. _Scisnic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: See Section VI.G. VI. If Qualific, tion by Test, then Conplete: 1. ( ) Single Frequency ( X) Multi-: c uency 2. ( ) Single Axis ( X) Multi-Axis 3. Frequency Range:

- 33 Hz 4.

TRS envelopin;; RRS using Multi-Frequency aest ( X) Yes (attach TRS grapb;; 5. g-level Test at h, = 2.5 g ZP7h _ 2.5 g ZPA 2.5 g ZPA 1 2-V= 6. g-level Required by = < 0. 4 g hp =<0.4 g ym <0.2 g 7. Mounting: 1. Seismic Report: Simulated in-cabinet mounting 2. Field Check: 8. Functional Veritication Performed ( X) Yes ( ) No ( ) 1;ot Applicable VII. If Qualification by Analyr.is or by the Combination of Test Complete and Analysis

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SEIS!!IC QUALIFICATI0:1 SU!C!ARY OF EQU1P !E:iT I. Plant 1:ag1 flidland Plant Units 1 6 2 Type: 1. Utility: Con n ume r.', Power Cog >any PWR X 2. liSSS: BabcocP & Wilcox BWR 3. A-E: Bechtel II. Corponent "are-III/RPS and/or ECCAS cabinet-mounted module qualified by multi-a::is/ random shake 1. Model fiumber: 880/881 transmitter power supply Quantity: 8 2. Vendor: Bailey Controls Company (DCCO) 3. Physical Description The power supply is panel mounted, t';o supplies may be plaend in a single panel. The panels are mounted in BCCO cafety grado cabinets. 4. Location: Building. Au:.:iliary building (In Plant) Elevation: EI 5. Natural Frequencies in Each Direction: IJone below 3P 6. Functional

Description:

The current tr<.nsmitter power supply provides an adjustable voltagc from 21.5 V de to 28 V dc. 7. Pertinent Reference Design Specifications: BSN Document 58-0431-00, BCCO Seismic Report OR-4100-SEIS-TVA-Po'.ter Suppl'/ Panel III. Is Equipment available for Innpection in the Plant: ( X) Yes ( ) I;c Comments: JJ$ 7' 494

IV. Seisraic Oualification Method: Test: X Analysis: Conbination of Test and Analysis: V. Seismic Inyut: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: See Section '!I. G. VI. If Qualification by Tent, then Complete: 1. ( ) Sin;;1e Frequency ( X) Multi-Frequency 2. ( ) Single Axis ( X) Mul t i-Axis 3. Frequency Range: 1 - 3 3 IIz 4. TRS enveloping RRS using Multi-Frequeacy Test ( ) Yes (at tach TRS graphs ) 5. g-Icvel Tert at h >3 g ZPA >3 g ZPA >3gM 1= h m V- < 0. 4 g <0.4 g <0.2 g 6. g-level Required h1= h2= V= 7. Mounting: 1. Seismic Report: Simulated in-cabine t r'ountino 2. Field Checkr 8. Functional Verification Performed ( X) Yes ( ) No ( ) Not Applicable Vll. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: 494 332

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SEISMIC QUALIFICATI0:; SUM'iARY OF EQUIPME:4T I. , Plant Name.

idland Plant Units 1 6 2 Type

1. Utility: Consumers Power ommpany PWR X 2. USSS: Babcock & Wilcox PRR 3. A-E: Bechtel II. Cornonent 'ane-NI/RPS and/or ECCAS cabinet mounted module qualified by multi-axis / random shake 1. Medcl Nut.ber: Logic test module Quantity: 2 Per ECC 2. Vendor: Bailey Controls Company (BCCO) 3. Physical Description The logic test module is a standard three-unit wide module designed for plug-in mounting in the BCCJ ECCAS cabinet. 4. Location: Euildin;;: Auxiliary building (In Plant) Elevation: 659' S. Natural Frequencier in Each Direction: Vertical: 9 112 ; .It-to-ba ck - .6 Hz; s i G o-- to-s id e : 9.4 IIz 6. Functional

Description:

The module generates test signals to various points within the ECCAS logic channel and indicates _ proper or improper status. 7. Pertinent Reference Design Spucifications: B6W Document 58-0407-01 Logic Test Module, BCCO Seismic Report QR-4100-SEIS-TVA-2/3 Logic Test III. Is Equipment Available for Insnection in the Plant: ( x) Yes ( ) No Comments: ~1 7 }I m f()l} .)

IV. Seismic Oualification Method: Test: .X Analysis. Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: See Section VI.6. VI. If Qualification by Tent._ then Coplete: 1. ( ) Single Frequency ( h) Multi-Frequency 2. ( ) Single Axis ( X) Multi-Axis 3. Frequency Range: _ 1 - 33 11z 4. TRS enveloping RRS using Multi-Frequency Test @ ) Yes (attach TRS graphs) 5. g-level Test at by = > 2. 5 g Z Pih "2.5 g ZPA >2.5 g 7,PA y, = 6. g-level Required by=<0.4 g h2 " < 0. 6 g y= <0.2 g 7. Mounting: 1. Seismic Report: Siraulated in-cabinet mounting 2. Field Check: 8. Functional Verification Performed ( X) Yes ( ) !?o ( ) !!ot Applicab: e Vll. If Qualification by Analysis or by the Com'aination of Test and Analysis then, Complete 1. Description of Test including Results: 494 338

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ML19241C049

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